Ultra-high rockfill dam with combination of the reinforced concrete face and clay-cement diaphragm

Mikhail Sainov & Vladislav Soroka
The article deals with design validation of a new type of an embankment dam structural design, i.e. rockfill dam with combination of two types of non-soil seepage-control elements – a reinforced concrete face (in the dam upper part) and a clay-cement diaphragm made of bored piles (in the dam lower part). The dam of the considered design has a number of advantages over classical structural design of concrete faced rockfill dam (CFRD). First of all,...
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